2005
DOI: 10.1007/s10665-004-5662-9
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Compression and shear of a layer of granular material

Abstract: A classical problem in metal plasticity is the compression of a block of material between rigid platens. The corresponding problem for a layer of granular material that conforms to the Coulomb-Mohr yield condition and the double-shearing theory for the velocity field has also been solved. A layer of granular material between rough rigid plates that is subjected to both compression and shearing forces is considered. Analytical solutions are obtained for the stress and velocity fields in the layer. The known sol… Show more

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Cited by 9 publications
(6 citation statements)
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“…The asymptotic analysis of these solutions shows that they satisfy (33), ( 34), (36) and (38). Several semi-analytic solutions for the double-shearing model, which is another widely used model of pressure-dependent plasticity, have been derived in [11][12][13] and [16]. The asymptotic analysis of these solutions also shows that they satisfy (33), ( 34), (36), and (38).…”
Section: Plane Strain Deformationmentioning
confidence: 99%
See 2 more Smart Citations
“…The asymptotic analysis of these solutions shows that they satisfy (33), ( 34), (36) and (38). Several semi-analytic solutions for the double-shearing model, which is another widely used model of pressure-dependent plasticity, have been derived in [11][12][13] and [16]. The asymptotic analysis of these solutions also shows that they satisfy (33), ( 34), (36), and (38).…”
Section: Plane Strain Deformationmentioning
confidence: 99%
“…A distinguished feature of this boundary condition is that the regime of sliding occurs independently of the friction law chosen. In the case of pressure-dependent plasticity, such solutions have been found in [11][12][13]. In these works, the double shearing model proposed in [14] has been adopted.…”
Section: Introductionmentioning
confidence: 99%
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“…This study also provides solutions for the stress field and proceeds to develop the velocity field using the velocity equations for granular materials proposed by Spencer [1964]. The problem of the combined compression and shear of a thin layer of granular material was also examined in an elegant analytical study by Spencer [2005]. Unfortunately, when the results are applied to the study of the compression of a granular layer, a necessary requirement is knowledge of the stresses that are applied at the boundary edges of the thin layer to maintain the integrity of the granular layer.…”
Section: Auxiliary Problem IImentioning
confidence: 99%
“…This feature of solution behavior has been demonstrated in [8] for rigid perfectly-plastic material and in [9,10] for viscoplastic material with a saturation stress. Additionally, numerous analytic and semi-analytic solutions for various material models reveal this behavior of solutions [1,2,11,12,13,14,15]. It is evident that numerical solutions of the corresponding boundary value problems do not converge [16,17,18], unless a special technique is adopted (for example, [19,20]).…”
Section: Introductionmentioning
confidence: 99%